scholarly journals 10.33: Flexural buckling behaviour of high strength steel columns under fire conditions

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 2797-2805
Author(s):  
Dorothy A. Winful ◽  
Sheida Afshan ◽  
Katherine A. Cashell ◽  
Adrienne M. Barnes ◽  
Richard J. Pargeter
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Columns ◽  
Flexural Buckling ◽  
Fire Conditions

Behaviour of high strength steel columns under fire conditions

2018 ◽  
Vol 150 ◽  
pp. 392-404 ◽  
Author(s):  
D. Winful ◽  
K.A. Cashell ◽  
S. Afshan ◽  
A.M. Barnes ◽  
R.J. Pargeter
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Columns ◽  
Fire Conditions

Tests of high strength steel columns

1995 ◽  
Vol 34 (1) ◽  
pp. 27-52 ◽  
Author(s):  
K.J.R. Rasmussen ◽  
G.J. Hancock
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Columns

Behaviour of restrained high strength steel columns at elevated temperature

2018 ◽  
Vol 148 ◽  
pp. 251-264 ◽  
Author(s):  
Weiyong Wang ◽  
Linbo Zhang ◽  
Yong Ge ◽  
Lei Xu
Keyword(s):  
Elevated Temperature ◽  
High Strength Steel ◽  
High Strength ◽  
Steel Columns

scholarly journals Research on Hysteretic Performance of Q690 High Strength Steel High-Web Box-Section Steel Column

2021 ◽  
Vol 276 ◽  
pp. 02029
Author(s):  
Jianpeng Sun ◽  
Wei Feng ◽  
RuiPeng Guo ◽  
Chunfeng Liu
Keyword(s):  
Finite Element ◽  
High Strength Steel ◽  
High Strength ◽  
Element Model ◽  
Simulation Software ◽  
Steel Columns ◽  
Box Section ◽  
Element Simulation ◽  
Hysteretic Performance ◽  
Energy Dissipation Capacity

In this paper, the finite element simulation software ABAQUS was used to study the hysteretic performance of Q690 high-strength steel (HSS) and high-web box-section steel columns. The finite element model was established by solid elements, and the influence of the initial defects of materials on the specimen was considered. The hyteretic performance of the specimen was conducted by analyzing and comparing the width-thickness ration of the flanges and the width-thickness ration of the webs. The results show that the increase of width-thickness ratios of the webs and flanges will reduce the hysteresis performance, the energy dissipation capacity and the ultimate horizontal bearing capacity of the specimen.

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